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SEC. ' 8, T.2 9 N., R. 5E'. , W.M. LEGEND:
<br /> MATCHLINE STA 35+40 - SEE SHEET C5.1 � HMA (HOT MIXED ASPHALT)
<br /> 3RD STA 35+40.00, 19.0' LT 3RD STA 35+40.00 19.0' RT CURVE U
<br /> POINT STATION OFFSEf GL ELEV CURVE DATA �� CEMENT CONCRETE SIDEWALK
<br /> PC 3RD 31+93.00 11.00' LT 29.93 DELTA: 90" 00' 00" ��
<br /> ° i/4 3RD 32+02.57 12.90' LT 30.23 TANGENT: 25.00' �
<br /> ' 1/2 3RD 32+10.68 18,32' LT 30.47 RADIUS: 25.00' LANDSCAPE STRIP, SEE LANDSCAPE PLANS
<br /> 3/4 RAMBLA 138+32.07 23.90' RT 30.75 LENGTH: 39.27'
<br /> • e�a a o° PT RAMBLA 138+22.50 22.00' RT 30.93 � CEMENT CONCREfE PAVEMENT. SEE DETAILS
<br /> 1 & 2 ON SHEET C2.5
<br /> � d ` � CURVE V o 0 0 _ _ -- _
<br /> � POINT STATION OFFSEf GL EIEV CURYE DATA o�o o GRAVEL
<br /> PC 3RD 31+88.93 11.00' RT 29.81 DELTA: 58' 19' S4"
<br /> i/4 3RD 31+96.49 11.97' RT 30.00 TANGENT: 16.74' � 4'x6' TREE PIT OR PIANTING STRIP WITH
<br /> a.. 1/2 3RD 32+03.55 14.80" RT 30.09 RADIUS: 30.00� TREE PER LANDSCAPE PIANS
<br /> 3/4 3RD 32+09.68 19.33' RT 30.14 LENGTH: 30.54' v� yypLL, SEE STRUCTURAL SHEETS 50.1 TO S3.1
<br /> PRC(HP) 3RD 32+14.47 25.25' RT 30.27
<br /> � TRENCH DRAIN, SEE STORM DR4INAGE PLANS
<br /> CURVE W
<br /> POINT STATION OFFSEf Gl ELEV CURVE DATA � BOLLARD LOCATION, BOLLARD DETAILS
<br /> PRC 3RD 32+74.47 25.25' RT 30.21 DELTA: 178' 15' 29° PER LANDSCAPE PLANS
<br /> 1/4(LP)RAMBIA 138+97.14 7.14' RT 29.96 TANGENT: 1973.51' xX TREE PIT ID, SEE TREE PIT LOCATION TA6LE
<br /> 1/2 RAMBLA 138+93.77 15.36' LT 30.14 RADIUS: 30.00'
<br /> ON SHEET C5.11.
<br /> 3/4 RAMBLA 138+75.58 29.03' LT 30.31 LENGTH: 93.34'
<br /> PRC RAMBLA 138+53.03 26.00' LT 30.55 CONSTRUCTION NOTES:
<br /> CURVE X Ot CEMENT CONCREfE CURB AND GUTTER.
<br /> 3RD STA 33+86.00, 19.0' RT POINT STATION OFFSEf 6L ELEV CURVE pATA
<br /> PRC RAMBLA 138+53.03 26.00' LT 30.55 DEITA: 29' S5 35" O BUS SHELTER CONCRETE PAD PER CITY OF EVEREfT STANDARD
<br /> 3RD STA 33+86.00, 19.0' LT PLAN 906.
<br /> 3RD STA 33+78.00, 11.0' RT 1/2 RAMBLA 138+45.81 23.02' LT 30.68 TAN6ENT: 8.02'
<br /> 3RD STA 33+78.00, 11.0' LT ° PT RAMBIA 138+38.07 22.00' LT 30J8 RADIUS: 30.00' O CEMENT CONCRETE DRIVEWAY TYPE 3 PER CITY OF EVERETT STANDARD
<br /> g 3RD STA 33+53 LENGTH: 15.67' P�N 309. PROVIDE #4 REBAR 12" OC, EACH WAY.
<br /> O4 TYPE A CURB RAMP PER CIiY OF EVEREfT STANDARD PLAN 310A. (5.0'
<br /> CURVE Z :, � 3RD STA 33+41 RRMP WIDTH)
<br /> 3RD STA 33+10.50 = CURVE Y
<br /> RAMBLA STA 137+39.00. 22.0' LT ��p ��� 8 OS iYPE B CURB RAMP PER CITf OF EVERETT STANDARD PLAN 310B. (5.0'
<br /> O a O RAMBLA STA 137+88 POINT STATION OFFSET GL ELEV CURYE DATA RAMP WIDTH) ,
<br /> RAMBLA STA 137+31.00, 30.0' LT �•�v.' CURVE X PC RAMBLA 938+24.00 22.00' LT 30.92 DELTA 90' 00' 00"
<br /> CURVE Y 1/4 RAMBLA 138+14.43 23.90' LT 30.97 TANGENT: 25.00' O ROUNDABOUT TRUCK APRON OUTER CEMENT CONCRETE CURB AND GUTTER.
<br /> ' ' 3RD STA 32+40 = $ ��2 3RD 33+39.82 18.32' RT 30.80 RADIUS: 25.00'
<br /> ° RAMBLA STA 138+58.50 � MOUNTABLE CEMENT CONCRETE TRAFFIC CURB.
<br /> ° a q , -''< ° �' v 3/4 3RD 33+47.93 12.90' RT 30.63 LENGTH: 39.27'
<br /> a °a � �`�`"<�,��.' PT 3RD 33+57.50 11.00' RT 30.39 � SURVEY MONUMENT PER CITY OF EVEREfT STANDARD PIANS 312 AND 313.
<br /> _ ��� . � NOT USED
<br /> `- �o CURVE Z
<br /> vWi POINT STATION OFFSEf GL ELEV CURVE DATA
<br /> 10 CEMENT CONCRETE CURB, TYPE E-t.
<br /> _ � PC RAMBLA 137+52.00 22.00' LT 30.92 DELTA: 90' 00' 00" 11 ROUNDABOU7 TRUCK APRON INNER CEMENT CONCREfE CURB.
<br /> CURVE W
<br /> RAMBLA STA 136+68.Otf�- � � •�., k 1/4 RAMBLA 137+61.57 23.90' LT 30.97 TANGENT: 25.00'
<br /> END OF PAVEMENT °o�° °o�°o� o °o °o Rk�T . A� +0� 12 SPILL GUTfER PER DEfAIL 5, SHEEf C2.5.
<br /> AND CURB AND - o 0 0 �o�iti4-o 0 0 0Ck�,-, � ��� p }� _-__ 1/2 3RD 33+39.82 18.32' LT 30.80 RADIUS: 25.00'
<br /> e -r--
<br /> GUTfER � oo °o °o °o� ° °o O°o °-oU � 8�fl0'1 Yd t. t 3/4 3RD 33+47.93 12.90' LT 30.63 LENGTH: 39.27'
<br /> PT 3RD 33+57.50 11.00' LT 30.39 f3ENERAL NOTE3:
<br /> g ��
<br /> -� �� 1. SEE SHEEf G1.4 FOR DATUM AND ALIGNMENT INFORMATION.
<br /> �,�� o,a� . . .
<br /> � � 2. FOR ROADWAY SECTIONS SEE SHEETS C2.7 TO C2.5� '
<br /> �
<br /> �` y, ���;�I� (��`�� k��' < RAMBLA STA 138+68.00, CENTERLINE
<br /> � RAIUS TO FOC = 14'
<br /> a ' �". ` � h� i � .!i
<br /> .. e ..e . . _ . . .N!.�I
<br /> ° o a ..� � 3RD STA 32+13 ��+,;��
<br /> 10 �° CURVE V a�. � � �*` "���II
<br /> 109 � ^� '� 1 �,
<br /> CURVE U 108 3RD STA 32+01 �, ` ,i .�
<br /> �, e . . . . ,;.
<br /> - - • _ . . ,f.. �_ _
<br /> � RAMBLA STA 137+87.00, 30.0' RT �p� . 3RD STA 31+79.00, 11.d' RT '
<br /> ,�� AM$LA STA 136+75.00 RAMBIA STA 137+95.00, 22.0' RT �
<br /> � END CEMENT CONCRETE -
<br /> � SIDEWALK, LT AND RT 3RD STA 31+71.00, 19.0' RT _ _ �� i{�
<br /> � 3RD STA 31+79.00, 11.0' LT � � (
<br /> ,^i„ 105 106 �! � r���t�
<br /> � � �
<br /> � 3RD STA 31+71.00, 19.0' lT N /i1 KEY MAP � ��� � '�`1��:
<br /> � _�' �V �.. � a .[•Sl' �o. �i i-`�=i�I
<br /> �./ NOT TO SCALE i3 � d . �,��
<br /> % CALL 48 HOUR3 MATCHLINE STA 31+50 - SEE SHEET C5.6 s cA� w F E�r ,i�;3j
<br /> � ,._...__.� ,
<br /> � BEFORE YOU DICi zo , o zo 4o No-r�: "�-I
<br /> � ��BOO-424�SSSS ADJUSTD3CALES ACC RDINGLY.,
<br /> i
<br /> �N PROJECT ENGINEER: SCALE: DWG. I�IO.
<br /> � • � � � . � ��oAAxh.,� H. KUYPER AS NOTEo PORT OF EVERETT C5.8
<br /> � + DESIGNED BY: DA7E�
<br /> � Or6 O � NORTH MARINA REDEVELOPMENT
<br /> R. AWAD AUGUST 4, 2006 CIP N0.
<br /> � 728 134th SUeet SW Suite 200 �., � o�WN eY: �HE�KEo�,: INFRASTRUCTURE PHASE 1 3-0-003-09
<br /> N AQ 3/16/07 CONFORMED SET ADDENDA 1-4 PO"g.'�Fcr�b�;�e D. OLSEN M. CREEDEiv PROJEC7
<br /> �- P.O. BOX 538 Everett.Washington.98204 �s R 0 A D W AY P A V I N G P LA N
<br /> ��NAL� No. PD-NM-2005-06
<br /> � EVEREff, wn 98206 Ph: 425 741-380D � $�4/O6 PERMIT APPROVAL/CONSTRUCTION �t aaaeoveo ev:
<br /> (425� 259-3764 EXPIRES 01 02 ' ��
<br /> � JOB NO. 21-04-015 � N0. DATE BY REVISION �N0. DATE �BY REwsioN . . � SHEET N0. � OF /�p�p
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